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ROAD AND DRAINAGE PLAN AND PROFILE
s7:1
COPPERWOOD
PTN OF THE NW1 /4, OF THE SEII/4 OF SEC. 15
TWP. 23 N., RGE 5 EAST, W. M.
CITY OF RENTON, KING COUNTY, STATE OF WASHINGTON
TRACT B
VERTICAL DATUM
CITY OF RENTON, NAVD 88
BENCHMARK
FOUND MONUMENT IN CASE
CONC MONUMENT W /BRASS NAIL
SET 0.65' BELOW GRADE
CITY OF RENTON CONTROL
POINT N0. 478 EL= 391.016
(JUNE 2012)
• •Ti
CITY OF RENTON
DEPARTMENT OF PUBLIC WORKS
SURVEYED:
BCE
SCALE:
HMIZ.: 1 " =20'
VERT.: 1 " =5'
VERTICAL: NAVD 1988
HORIZONTAL: NAD 1983/1991
DATUM
U)
0 U
HIGH
PT STA
= 41 +10.00
DRAW RAG
ONE INCH
BJT
3
REVISED PER CITY REVIEW
BJT
4/22/15
2
REVISED PER CITY REVIEW
RAG
3/30/15
1
REVISED PER CITY REVIEW
BJT
1/15/15
HIGH
PT ELEV - 387.75
BY
DATE
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PROPOSED
GRADE 0 CENTERLINE
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1.00%
-1.00%
65 LF 12"
CPEP 0 1.00% (PRIVATE)
EXISTING
GRADE 0 CENTERLINE
198 LF 30"
CPEP 0
0.50% (PUBLIC)
CW TYPE 1 PRNATE
CB*5 TYPE 2 -54' PUBLIC
STA = 43 +04.55, 0.00'1
STA. = 40 +41.50, 0.00',
RIM = 386.05
RIM = 387.31
IE = 382.05 (12" W)
IE = 377.99 (30 W)
TYPE 2-5C (PUBLUIC)
IE = 377.99 (30" E)
A
= 42 +39.75, 0.00',
IE = 382.75 (6" N)
F
IM
= 386.70
IE = 382.75 (6" S)
I
=
377.00 30" W
I
=
381.40 (12 " E)
29 LF 30" CPEP 0 0.509 PUBLIC
I
=
377.00 (30" SE)
I
=
384.30 (6" SW)
CM TYPE 2 -54"
PUBLIC
I
=
384.30 (6" N)
STA.
RIM
= 19 +09.41, 12.17',
3RA-49
RT
IE =
378.14 (30" E) EXISTING GRADE
TRACT
C
NOTES:
IE
379.14 (18" N) CENTERLINE
IE =
378.64 (24" S) PROPOSED GRADE
"_20'
1. CATCH BASIN GRA
VANED GRATES UNLESS
S To BE STANDARD LOCKING
OTHERWISE
0 CENTERLINE
1
1 " =5'
SPECIFIED.
2. CATCH BASIN OFFS
S MEASURED TO CENTER
OF GRATE. CENTER
OF STRUCTURE.
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VERTICAL DATUM
CITY OF RENTON, NAVD 88
BENCHMARK
FOUND MONUMENT IN CASE
CONC MONUMENT W /BRASS NAIL
SET 0.65' BELOW GRADE
CITY OF RENTON CONTROL
POINT N0. 478 EL= 391.016
(JUNE 2012)
• •Ti
CITY OF RENTON
DEPARTMENT OF PUBLIC WORKS
SURVEYED:
BCE
SCALE:
HMIZ.: 1 " =20'
VERT.: 1 " =5'
VERTICAL: NAVD 1988
HORIZONTAL: NAD 1983/1991
DATUM
U)
0 U
DESIGNED:
BJT
APPROVED BY DATE 4 7Z "'Plf
APPROVED DATE s�ll r
APPROVED BY DATE
APPROVED BY DATE
BJT
DRAW RAG
ONE INCH
BJT
3
REVISED PER CITY REVIEW
BJT
4/22/15
2
REVISED PER CITY REVIEW
RAG
3/30/15
1
REVISED PER CITY REVIEW
BJT
1/15/15
NO.
REVISION
BY
DATE
375
43+00 43+40
= Z
SURVEYED:
BCE
SCALE:
HMIZ.: 1 " =20'
VERT.: 1 " =5'
VERTICAL: NAVD 1988
HORIZONTAL: NAD 1983/1991
DATUM
U)
0 U
DESIGNED:
BJT
BJT
BJT
DRAW RAG
ONE INCH
BJT
CHECKED:
AT FULL SCALE 1
IF NOT ONE INCH
SCALE ACCORDINGLY
AP P R
APPROVED.
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NO PARKING SIGN INSTALLED PER
FP] DETAIL ON SHEET 25. PARKING
WILL BE PROVIDED ON THE
OPPOSITE SIDE OF THE STREET.
NOTE:
EXACT LOCATION AND NUMBER OF SIGNS
TO BE CONFIRMED WITH CITY INSPECTOR
PRIOR TO INSTALLATION OF ALL SHEETS. i
DRAINAGE NOTES:
1. STORM DRAIN (SD) SHALL BE CPEP UNLESS
NOTED OTHERWISE.
;
r
A%— CITY OE
RENTON
Planning /Building /Public Works Dept.
R- 381409
co
RIM= 387.70
IE= 385.20 (6')
CO
RIA1= 387.70
IE= 385:50 (6)
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ROAD AND DRAINAGE PLAN AND PROF]
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COPPERWOOD FIIELDSOOK:
QUADRANT HOMES ,�
14725 SE 36TH ST. SUITE 200
BELLEWE, WA 98006 � °gyp °37
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